Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag

Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag

Carbonation and chloride induced corrosion are the two main reasons for corrosion of steel bars in concrete. Chloride induced corrosion is the primary reason for deterioration of concrete structures especially for High Performance Concrete (HPC) which are fully saturated and this inhibits carbonatio...

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Main Author: Loo, Shu Ning.
Other Authors: Teng Susanto
Format: Final Year Project
Language:English
Published: 2012
Subjects:
DRNTU::Engineering::Civil engineering::Structures and design
Online Access:http://hdl.handle.net/10356/49188
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-491882023-03-03T16:56:03Z Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag Loo, Shu Ning. Teng Susanto School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design Carbonation and chloride induced corrosion are the two main reasons for corrosion of steel bars in concrete. Chloride induced corrosion is the primary reason for deterioration of concrete structures especially for High Performance Concrete (HPC) which are fully saturated and this inhibits carbonation. High expenditures are required to repair the corroded structures. Hence, it is important to study the durability of the concrete to ensure that the structures can be strengthened and have greater life expectancy. Bachelor of Engineering (Civil) 2012-05-15T08:45:56Z 2012-05-15T08:45:56Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49188 en Nanyang Technological University 85 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Loo, Shu Ning.
Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag
description Carbonation and chloride induced corrosion are the two main reasons for corrosion of steel bars in concrete. Chloride induced corrosion is the primary reason for deterioration of concrete structures especially for High Performance Concrete (HPC) which are fully saturated and this inhibits carbonation. High expenditures are required to repair the corroded structures. Hence, it is important to study the durability of the concrete to ensure that the structures can be strengthened and have greater life expectancy.
author2 Teng Susanto
author_facet Teng Susanto
Loo, Shu Ning.
format Final Year Project
author Loo, Shu Ning.
author_sort Loo, Shu Ning.
title Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag
title_short Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag
title_full Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag
title_fullStr Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag
title_full_unstemmed Durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag
title_sort durability of high performance concrete incorporating normal and ultra fine ground granulated blast furnace slag
publishDate 2012
url http://hdl.handle.net/10356/49188
_version_ 1759856085791932416

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